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研究生: 黃盈閔
Huang, Ying-Min
論文名稱: 轉爐石瀝青路面績效
Performance of Asphalt Pavements Mixed with Basic Oxygen Furnace Slag
指導教授: 陳建旭
Chen, Jian-Shiuh
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系碩士在職專班
Department of Civil Engineering (on the job class)
論文出版年: 2024
畢業學年度: 112
語文別: 中文
論文頁數: 111
中文關鍵詞: 轉爐石鋪面績效車轍量平坦度
外文關鍵詞: BOF slag, pavement performance, rut depth, flatness
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  • 全球煉鋼所產生之轉爐石(Basic Oxygen Furnace, BOF)處理需要面對環境問題,若能作為瀝青鋪面級配粒料使用,不僅解決堆置掩埋,亦減少開採天然粒料資源。本研究於國道3號及國道1號轉爐石密級配瀝青混凝土(BOF-DGAC)路段進行現地檢測及鑽心取樣,評估路面績效,現地試驗項目有抗滑度、平坦度、車轍量、Clegg衝擊試驗和透水量,鑽心試體試驗項目為回彈模數及間接張力試驗。試驗結果顯示,國3南投工務段鋪築57個月之轉爐石瀝青路面,SN平均值為42.1高於參考值30,鋪面摩擦性能良好;IRI平均值為1.2m/km低於車載式1.75m/km,行車舒適;車轍量平均值為5.18mm屬輕級車轍;CIV平均值74.87高於70,鋪面結構承載力足夠,回彈模數及間接張力變化趨於穩定。國1新營工務段鋪築74個月之轉爐石瀝青路面,BPN平均值為59.69高於標線參考值45,提供抗滑能力;IRI平均值為2.74m/km低於步行式3.5m/km,行車舒適;車轍量平均值約6.62mm屬輕級車轍;CIV平均值68.6略低於參考值70,承載力足夠;透水量平均值853.1ml/15sec,仍保有透水能力。評估轉爐石應用瀝青路面績效,需長期檢測及蒐集數據分析,作為提升國內鋪面耐久性之參考。

    The feasibility of using Basic Oxygen Furnace Slag (BOF) as a material for asphalt pavement, along with its environmental and economic benefits, was explored. The study was conducted on actual sections of National Highway 3 and National Highway 1, testing various pavement performance indicators, including skid resistance, flatness, rutting, Clegg impact value (CIV) tests, permeability, resilient modulus, and indirect tensile strength. The results indicate that BOF asphalt pavement performs well in terms of durability, skid resistance, flatness, and load-bearing capacity. For example, after 57 months of paving on the Nantou section of National Highway 3, the pavement showed good skid resistance (average SN of 42.1, higher than the reference value of 30), and satisfactory flatness (average IRI of 1.2 m/km, lower than the vehicle-mounted standard of 1.75 m/km). Additionally, the rutting and CIV test results indicate high load-bearing capacity and structural stability in this section. Similarly, after 74 months on the Xinying section of National Highway 1, the results showed that although some indicators, such as the CIV, were slightly below the reference value, the overall performance of the BOF asphalt pavement remained adequate, particularly in skid resistance and permeability. In conclusion, BOF has potential as a material for asphalt pavement, but long-term monitoring and data collection are required to further assess its impact on pavement durability. This study provides valuable insights into reducing the extraction of natural resources and addressing the issue of BOF slag disposal.

    中英文摘要 I 誌謝 VI 目錄 VII 表目錄 X 圖目錄 XI 第一章 緒論 1-1 1.1. 前言 1-1 1.2. 研究動機 1-2 1.3. 研究目的 1-2 1.4. 研究範圍 1-2 第二章 文獻回顧 2-1 2.1. 轉爐石產製來源 2-1 2.2. 轉爐石材料特性 2-1 2.2.1. 轉爐石物理性質 2-2 2.2.2. 轉爐石化學性質 2-3 2.3. 轉爐石安定化 2-5 2.4. 轉爐石應用於瀝青路面 2-6 第三章 研究方法 3-1 3.1. 研究流程 3-1 3.2. 檢測路段 3-3 3.2.1. 國道3號南投段 3-3 3.2.2. 國道1號新營段 3-6 3.3. 現地檢測試驗 3-10 3.3.1. 抗滑度試驗 3-10 3.3.2. 平坦度試驗 3-12 3.3.3. 車轍量試驗 3-14 3.3.4. Clegg衝擊值試驗(Clegg Impact Value, CIV) 3-15 3.3.5. 回彈模數試驗(MR) 3-17 3.3.6. 間接張力試驗 3-18 3.3.7. 透水量試驗 3-19 3.3.8. 噪音量檢測 3-20 第四章 國道3號南投工務段鋪面結果與討論 4-1 4.1. 國3鋪面抗滑度 4-2 4.2. 國3鋪面平坦度 4-3 4.3. 國3鋪面車轍量 4-4 4.4. 國3鋪面 Clegg衝擊值 4-5 4.5. 國3鋪面回彈模數(MR) 4-6 4.6. 國3間接張力 4-7 4.7. 國3鋪面現況 4-8 第五章 國道1號新營工務段鋪面結果與討論 5-1 5.1. 國1鋪面抗滑度 5-2 5.2. 國1鋪面平坦度 5-3 5.3. 國1鋪面車轍量 5-4 5.4. 國1鋪面 Clegg衝擊值 5-5 5.5. 國1透水量試驗 5-6 5.6. 國1噪音量檢測 5-7 5.7. 國1鋪面現況 5-8 第六章 結論與建議 6-1 6.1. 國道3號南投工務段路面績效 6-1 6.2. 國道1號新營工務段路面績效 6-1 6.3. 建議 6-2 參考文獻 參-1

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